Installation Information
With each installation of a floor or staircase, a site visit will occur. A full method statement and risk assessment will be done on site with a contractor representative with any site and material requirements also given. A further site visit will be done by a reputable crane company to determine crane size and access.
When installing hollowcore we use our “slab grab” (show above), this allows us to place the slabs exactly into place. This removes the need to bar the slabs along, which can damage the blockwork.
Each plot will require the removal of topsoil and any vegetation. Further growth should be inhibited with weed killer or a membrane. The void below the floor should comply with local building regulations and ventilated by telescopic void ventilators.
Once the floor has been laid it then grouted. Beam and block is finished with 1:3 cement/sharp sand grout, hollowcore is grouted with grade C40 ready-mix concrete. Domestic garages require a directly bonded screed of minimum strength 21N/mm2 on top of the floor to allow for concentrated loads, so grouting is not required..
Pre-stressing can cause beams to camber and this should not exceed L/300 under the requirements of BS 8110. The effect may be more noticeable on wider spans and self leveling screeds may be considered where floating floors or non-screeded floors are being used in these areas.
When fixing at upper floor levels we can supply our airbag fall prevention system to adhere to HSE “working at height” regulations.
 
Design Information
Su-Fix Pre-cast Limited provides a free design service using a CAD based package to give full, accurate layout drawings from your engineering and architectural plans. Generally plans at ascale of 1:50 are advisable. Types of infill block and floors finishes are also needed to produce an accurate design.
Blocks are generally 440x215x100mm, with the density of block varying from 650kg/m3 up to 2000kg/m3. The block should be suitable for flooring and manufactured in accordance with BS EN7711, with a compressive strength of 7.0N/mm2 and a transverse load capacity of 3.5kN.
The Pre-stressed concrete floor beams and planks are manufactured in accordance withBS8110 Parts 1 and 2 1997 “Structural use of Concrete”.  The floors designs are in accordance with BS6399 part 1 “Code of Practice for dead and Imposed Loads”.
We are able to offer full structural calculations for Building Control on request.
  




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